Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-R2.6/23.9
Work Description: RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P O BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Aaron Valley Structure Rep.: Joshua Erler
DIME Sample ID: 2026-06-02-60
TL Number from the TL Form: 26108
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2026
The quantity of what the sample constitutes: 1 qt can
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Boyd Road
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-06-02-60-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/09/2026
Date Tested: 06/09/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: CONE PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
35 0.1 mm
|
DIME Test ID: 2026-06-02-60-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/09/2026
Date Tested: 06/09/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
65 C
|
|
Softening Point Sample 2
|
66 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-06-02-60-3
Test Method: ASTM D5329-20: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 06/09/2026
Date Tested: 06/09/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RESILIENCE REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
9 mm
|
|
Final Dial reading (F1)
|
71 mm
|
|
Ball Penetration (P2)
|
7 mm
|
|
Final Dial reading (F2)
|
73 mm
|
|
Ball Penetration (P3)
|
3 mm
|
|
Final Dial reading (F3)
|
69 mm
|
|
Resilience 1
|
38 %
|
|
Resilience 2
|
34 %
|
|
Resilience 3
|
34 %
|
|
Average Resilience
|
35 %
|
|
Minutes Reaction
|
no data
|
